<template>
	<div class="detail">
		<h3>饱和黄土液化判别公式</h3>
		<el-row>
			<el-col :span="14" :offset="5">
			在地面下20m深度范围内，液化判别标准贯人锤击数临界值可按下式计算:
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="12" :offset="6">
				<img style="vertical-align: middle;height: 45px;" src="@/assets/images/bhht1.png">
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="12" :offset="6">
				式中:
					<img style="vertical-align: middle;" src="@/assets/images/bhst2.png">--液化判别标准贯人锤击数临界值;
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="12" :offset="6">

					<img style="vertical-align: middle;" src="@/assets/images/bhst3.png">--液化判别标准贯人锤击数基准值;
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="12" :offset="6">

					<img style="vertical-align: middle;" src="@/assets/images/bhst4.png">--饱和土标准贯人点深度(m); 
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="12" :offset="6">

					<img style="vertical-align: middle;" src="@/assets/images/bhst5.png">--地下水位(m);
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="12" :offset="6">

					<img style="vertical-align: middle;" src="@/assets/images/bhst6.png">--黏粒含量百分率，当小于3或为砂土时，应采用3;
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="14" :offset="6">

					<img style="vertical-align: middle;" src="@/assets/images/bhst7.png">--调整系数，设计地震第一组取0.80，第二组取0.95，第三组取1.05。
			</el-col>
		</el-row>
		<el-row>
			<el-col :span="12" :offset="8">
				<p>液化判别标准贯入锤击数基准</p>			
			</el-col>		
		</el-row>
		<el-row>
			<el-col :span="16" :offset="5">
				<img style="vertical-align: middle;" src="@/assets/images/bhht2.png">
			</el-col>			
		</el-row>

		<el-row>
			<el-col :span="15" :offset="5">
				分别按三种场地地震动峰值加速度（0.20g、0.30g、0.40g）进行判别，得到3个结果。将实际锤击数N与进行比较，N/大于1则不液化，小于等于1则该层标贯试验点为不液化，小于等于1则液化。当有一层标贯试验点为液化，则此钻孔判断为液化。
			</el-col>
		</el-row>
	</div>
</template>

<script setup>
</script>

<style lang="scss" scoped>
	h3 {
		font-weight: bold;
	}
</style>